ࡱ> ` E bjbjss *        77787$7 +h99(999999$hЏ ]<99]<]<Џ  99>>>]<X 9 9>]<>>6  99 `|ci7<`0+a=$ l9h$:J>n:<:999ЏЏ>X999+]<]<]<]<   d.7   7           INDOT-DNR Bridge Replacement Assessment No Road Overflow Instructions: INDOT to complete pages 1 and 2. IDNR to complete page 3. Answer the following questions YESNOIs the project a new stream crossing?Will the existing bridge remain in place? Is the bridge being replaced with a culvert?Is there road overflow and change in road profile and/or guardrail configuration?If you have answered Yes to any of the above questions, do not use this worksheet for a bridge crossing project. Bridge Data Complete the table below. Value and UnitsSource Include file # if DNR approvedDrainage AreaQ100E100 Upstream (cross section 3)E100 Downstream (cross section 2)Existing BackwaterProposed BackwaterExisting OpeningGross waterway opening required below Q100Velocity at Q100Approximate Skew*If the source of the E100 is an INDOT model, then DNR will review the corrected effective model to validate the E100. 1) Is the replacement structure at or within 500 of the existing structure? No: Stop. Do not use worksheet. Yes: go to the next question 2) Does the road profile in the proposed structure, including the guardrail configuration, match exactly, with no variation, to that of the existing structure? No: go to question # 4 Yes: complete the chart below with question # 3 Complete the chart and question belowColumn A Existing StructureColumn B Proposed StructureColumn C Results Proposed minus Existing Low structure elevation ____________________ Ft, Datum _________________ Ft, Datum __________________ Ft, Datum Area of waterway opening under bridge *NOTE: If the design includes more than one opening size option, the smallest area is used in this table.Note: Dont include eroded area in calculations. ____________________ Sq ft _________________ Sq ft __________________ Sq ft3) Do both values in Column C equal zero or equal a positive value? No: go to next question Yes: go to INDOT Engineers Justification/Comments 4) Complete the chart and questions belowYesNoColumn A Upstream 100-year flood elevation (xsect 3)Column B Existing StructureColumn C Proposed Structure Low structure elevation  ______________ Ft, Datum ______________ Ft, Datum _____________ Ft, DatumIs the proposed low structure elevation higher than the 100-year elevation? Column A Upstream 100-year flood elevation (xsect 3)Column B Existing StructureColumn C Proposed StructureMinimum top of road elevation across entire floodplain ______________ Ft, Datum ____________ Ft, Datum _____________ Ft, DatumAre the proposed and existing top of road elevations higher than the 100-year elevation? (Are the values in Column B and Column C greater than the value in Column A?)Column A Existing StructureColumn B Proposed StructureColumn C Results (Proposed minus Existing) Area of waterway opening under bridge below 100-year elevation *NOTE: If the design includes more than one opening size option, the smallest area is used in this table.Note: Dont include eroded area in calculations. ________________ Sq ft  _____________ Sq ft  ______________ Sq ftIs the value in Column C equal to zero or equal a positive value?  5) Have you answered Yes to all questions within the chart? No: Go to question 6. Yes: go to justification/comments 6) Is proposed condition modeling needed for DNR review/approval? No: write justification for DNR approval without modeling below Yes: submit modeling with proper documentation to DNR with Permit Application INDOT Engineers Justification/Additional Comments.  Staff Initials __________________________________ INDOT Reviewers Name/Date What source provided the 100-year flood elevation? Flood Insurance Study (FIS/FIRMs), COE Studies Go to the next chart and questionApproved LOMAFARA for exact site and projectPrevious DOW study --OR-- Previous permit for bridge  Previous nearby permits or FARAsHistoric flood profileModel from Applicant or AgentINDOT modelOther Permitability: The statement by the INDOT engineer that the project satisfies the requirements of a Replacement in Kind Without Road Overflow Assessment is reasonable. The INDOT engineer has demonstrated that there is no road overflow during the 100-year frequency flood and that the proposed bridge opening is the same size or larger than the existing bridge opening. Note: The proposed condition model archived on the website with this file has not been reviewed by the Department of Natural Resources. Recommendation: The proposed project, in conjunction with any previously approved or currently proposed, or reasonably foreseeable future projects located in the floodway near this site, will have no adverse cumulative effect on the efficiency or capacity of the floodway nor will it pose an unreasonable hazard to the safety of life or property; therefore, approval is recommended. Include permit conditions FW01, FW03, FW09 if any part of the structure is below the 100-year flood elevation, FW12, FW15, FW16, FW17, FW19, FW06 modified to riprap placed for bank stabilization must conform to streambank. For ATF, add LP11. Add appropriate regulatory floodway condition. DNR TSC Justification/Additional Comments.  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